The ability to restore the integrity of structural lateral systems that utilize steel links to
inelastically deform in earthquakes can be improved through the use of replaceable links …

Seismic design of structures is one of the most complex engineering sciences, in addition,
the approaches that are currently used for analysis and design increase this complexity …

Eccentrically braced frames (EBFs) are a widely used steel seismic resisting system due to
their combination of high elastic stiffness and high ductility. The key component of this …

This paper presents a new performance‐based seismic design method for the design of
repairable linked column frame (LCF) and linked column system (LCS). Currently, the …

为研究端板-螺栓连接可更换耗能梁的抗震及可更换性能, 设计制作了4 个可更换耗能梁试件并
进行了拟静力试验, 研究不同长度系数对可更换耗能梁抗震性能和可更换能力的影响. 结果表明 …

摘要偏心支撑框架上的长链节的性能低于短链节和中间链节. 由于弯矩的影响,
长链节的失效比短链节和中链节的失效更快, 弯矩在链节末端比剪力更占主导地位 …

Steel links inside Eccentrically Braced Frames (EBFs) can be classified as either short,
intermediate or long. The more commonly used short links yield primarily in shear and …

To study the seismic performance and replaceable capacity of energy dissipation beams
with bolted end plates, four replaceable energy dissipation beam specimens were designed …

The rapid failure of long links in EBF structures occurs at the ends of the links due to the
influence of the dominant moment. The use of long links is still very relevant due to the large …

In seismic resilient structural systems like coupled shear wall systems andeccentrically
braced frames, a small beam like segment known as the shear link is used as a replaceable …